共查询到19条相似文献，搜索用时 145 毫秒
1.
南水北调总干渠中线工程豫北段受矿区开采沉陷、区域地质构造活动及城市地下水开采沉降等多种威胁,区域地质结构稳定性较差。为了评估干渠沿线基础稳定性,为引水工程提供安全评价保障,以南水北调中线豫北段为例,利用2009年全年共9期ENVISAT ASAR雷达数据,采用二通加外部DEM的D-InSAR数据处理算法和"相位累积式"干涉测量甄别大气影响,采用"相邻重访周期式"干涉测量减小时间退相干影响,获得了沿线126km渠段、33个监测点在2009年8个时间段的时序差分形变相位图像;提取了不同时期采矿、地下水开采造成的地面沉降区及沉降幅度信息;评价了区域活动构造及稳定性。研究表明:研究渠段全线有不均匀下沉,350d累积最小下沉量为-33mm,最大下沉量为-73mm。年下沉速率0.34~0.76m/a,年平均下沉速率0.53m/a。监测点下沉总体符合指数分布,平均相关系数R2=0.741 8。根据监测点下沉拟合曲线预测,调水干渠多数段落基础下沉趋稳;南水北调中线工程豫北段受多种因素叠加影响,总体基础稳定性较差,地质构造活动、城市地表沉降为主要影响因素,基础施工为次要影响,矿区开采沉陷对基础失稳未见直接相关性。 相似文献
2.
鄂尔多斯块体受青藏块体和华北块体的挤压，在其周缘形成一系列褶皱和压性断层，构造较为复杂。本文利用1980、1990和2014这3期精密水准资料计算了鄂尔多斯块体西北缘的垂直运动速率，分析结果表明:① 位于阴山断块隆起与鄂尔多斯断块隆起之间的河套盆地相对下沉，其中临河盆地最为明显，下沉速率为2-4mm/a，位于鄂尔多斯块体西缘的吉兰泰-银川断陷带沉降速率有所减缓，目前沉降速率约为2mm/a；② 整个测区表现为明显的山区上升、盆地下沉的继承性运动；③ 穿过乌拉山北缘断裂和磴口-本井断裂的2条水准剖面显示断裂两侧的垂直运动速率差异小于0.5mm/a。 相似文献
3.
《地球物理学进展》2020,(4)
针对多数学者用VV极化的Sentinel-1数据对城市区域进行监测而忽略VH极化数据的问题,本文利用SBAS-InSAR方法,结合28景双极化(VV极化和VH极化)Sentinel-1数据,得到了昆明市2018年8月—2019年7月间的地面沉降情况,并且对两种极化的沉降监测结果进行对比.结果表明昆明市主城区存在着较为明显的沉降现象,部分区域沉降严重形成明显的沉降漏斗.最大年平均沉降速率达到-53.63 mm/a(VV极化)和-53.67 mm/a (VH极化).对两种极化的数据集进行对比,发现在SDFP点的筛选和获取方面,VV极化数据集要优于VH极化数据集;其次,VV极化数据和VH极化数据的沉降速率、沉降分布及趋势等结果呈现出一致性,但是二者在同一时间段的各个监测节点的沉降时序变化存在着差异. 相似文献
4.
随着煤矿资源的开采,鹤岗地区地面沉降现象逐渐加剧。以鹤岗煤矿区作为研究对象,收集2019年8月31日—2021年8月20日的59景Sentinel-1B SAR影像,采用SBAS时间序列InSAR技术提取煤矿开采引起的地面沉降。对鹤岗煤矿区地面沉降在空间上的演化过程进行分析,重点研究了鹤岗南部富力煤矿、兴安煤矿和峻德煤矿地表形变的时空演化特征,结果表明:鹤岗煤矿区的地面沉降呈现出不均匀、漏斗式的运动特征,提取的19个沉降漏斗全部对应鹤岗煤田开采区,最大形变位于新陆煤矿开采区,形变速率约370mm/a。在研究期内,自相对于第一景影像的沉降漏斗形成后,后续矿井开采沉降漏斗的空间形态基本保持不变。鹤岗南部富力煤矿和兴安煤矿4号形变点所在工作面的地表形变仍然处于快速下沉状态,有必要持续跟踪。 相似文献
5.
通过实际和模拟例子讨论了缓慢沉降地区的监测资料数据处理问题，指出逐级平差方法有可能民沉降量估计偏差过大；在地面沉降较为缓慢时，这种偏差甚至会导致对地面沉降的错误结论。最后提出了改进方法。 相似文献
6.
华北平原沉降地区重力场变化分析 总被引：2，自引：1，他引：2
华北平原沉降带相对于西部太行山区,近几年观测到的重力值相对1989年同期呈上升状态、其中某些地区累计上升量相当大,比如,沧州地区达143×10~(-8)m/s~2,任丘地区103×10~(-8)m/s~2,巨鹿—南宫为(89—103)×10~(-8)m/s~2.对某些地区的重力变化量进行地下水下降量和地面沉降量校正,其校正量可达到变化量的1/3—1/2.校正后的重力值变化幅度减小,但有些异常依然存在.这种较大的剩余变化量,可能含有两个因素:其一可能与华北平原沉降带的继承性下降及某些地区构造断裂活动有关;其二可能是实际地面沉降量比推测的沉降量大. 相似文献
7.
为解决常规In SAR技术仅能获取一维视线上的形变，导致升、降轨监测的模糊性和差异性，难以全面完整识别出区域内滑坡隐患问题．本文利用小基线数据集技术，以云南东川区为研究对象，获取该区域2018年至2020年升轨和降轨Sentinel-1A数据，采用融合升降轨数据的方法，反演研究区垂直向和东西向二维形变场进行滑坡隐患识别，并结合遥感影像对识别结果的可靠性进行验证．实验结果显示:(1)研究区在升轨和降轨雷达视线方向上的形变速率分别为-188.1～88.9 mm/a、-163.6～74.7 mm/a，融合升降轨数据反演出的东西向形变速率为-123.9～136.7 mm/a，垂直向为-206.5～58.5 mm/a，说明研究区地表形变在垂直方向变化较大，相对于其他方向，沉降中心更为明显．(2)在单一轨道雷达视线向的升降轨形变结果中，分别有15和12个滑坡隐患区被识别;而在融合后所提取的垂直向形变场中，则有25个滑坡隐患区被探测，除升降轨所识别的区域外，还新增6处滑坡隐患．表明垂直向形变结果具有较好的监测能力，能够有效识别区域内滑坡隐患，弥补单一轨道在复杂山区应用的不足．(3)通过对融合结果中典... 相似文献
8.
西安孕育严重的地面沉降及地裂缝灾害,严重制约着城市的现代化发展,本文采用GPS精密定位和InSAR遥感差分技术对西安地面沉降和地裂缝进行变形监测与分析,获取了西安地面沉降与地裂缝整体变形现状的珍贵信息,通过对这些变形信息的研究分析,揭示了西安现今地面沉降与地裂缝时空演化特征和机理：随着停止或限采地下水,西安地面沉降量级由20世纪90年代中期的最大年沉降速率20～30 cm/a减少到不足10 cm/a,且超过60%的沉降区域的年沉降速率已由90年代中期的5~8 cm/a减少到不足2 cm/a;原有的沉降中心大部分已不存在或大大减小;地裂缝在时空活动与分布上与地面沉降存在明显的关联性;地面沉降和地裂缝随着西安高新区的建设向南、西南、东南逐步扩展. 相似文献
9.
联合高精度的GPS水平位移观测和高密度的PS-InSAR雷达视线位移测量,实现地表三维形变的精确反演.本文在准确计算卫星轨道方位角基础上,使用GPS观测位移与星载雷达LOS方向形变的投影转换模型,将雷达LOS方向形变转换为垂直方向位移,并基于地面GPS与SAR影像PS目标联合构建形变监测网,采用参数平差算法估计区域地表形变场.以地质构造活动极其活跃的台湾岛及其西南屏东高雄地区为例,联合屏东地区48个GPS监测台站与雷达PS目标,监测该地区从1995-1999年间由于板块构造挤压运动和地下水抽取导致的三维地表形变.结果表明,该地区年均水平位移量为向西30~50 mm/a,高雄沿海地区发生明显的逆时针西偏南的逐渐增大的水平位移;垂直位移为屏东平原南部呈现-10 mm/a~-15 mm/a的地面沉降,而平原北部和高雄地区呈现约+5 mm/a~+10 mm/a的地面抬升. 相似文献
10.
合成孔径雷达干涉测量(INSAR)是开展地灾监测预警重要途径.通过获取2015年12月至2018年2月欧空局环境监测卫星IW模式下Sentinel-1A影像数据,利用StaMPS-PS (Stanford Method for Persistent Scatters PS-INSAR)技术,持续开展惠州市地表沉降形变监测.试验表明:惠州市整体形变较小,StaMAP-PS模型平均形变速率在-3～3 mm/y之间,累积沉降量最大为-24 mm,抬升量最大为8 mm.龙门县南部地区和博罗县城区有部分下沉情况,最大形变速率达到-12 mm/y;惠城、惠阳区及惠东县近海域有部分地区出现轻微的抬升,但不超过3 mm/y. 相似文献
11.
上海市自1998年开始开展了利用GPS技术监测地面沉降的研究，先后进行了可行性论证、GPS基准网建设、数据处理和平差方法的探索等一系列课题的研究，并布设了由34点组成的覆盖整个上海市的地面沉降监测基准网.为了进一步提高基准网的监测精度和沉降监测的时空分辨率，于2004年又布设了4个24小时连续运行的GPS固定站，对上海市地面沉降实施连续监测.为了考查GPS沉降监测的大地高可能达到的精度，研究合理的观测纲要与数据处理方案，本文在介绍并总结了上海市地面沉降GPS监测工作的同时，分析了GPS沉降监测基准网前后6期的观测数据.数据分析采用GAMIT/GLOBK软件包和GPS_NET软件，计算结果表明，在基线边长达到30～40km时，GPS在大地高方向上的中误差仍可控制在2mm左右，由此推算GPS监测地面沉降的分辨率在3mm左右，完全能够满足上海市地面沉降监测的需要. 相似文献
12.
Fabio Canova Cristiano Tolomei Stefano Salvi Giovanni Toscani Silvio Seno 《地球表面变化过程与地形》2012,37(3):273-286
The paper presents the results of a multi‐temporal, differential interferometric synthetic aperture radar (DInSAR) analysis aiming to identify active surface deformation phenomena in south‐eastern Sicily. The study area has been chosen because of its strong seismicity, high concentration of industrial and agricultural activities, and high density of people living in the coastal area. Furthermore, the morphology, lithology and climatic features of this sector of the Hyblean foreland are suitable for an interferometric analysis, providing a high coherence over the area. The Small BAseline Subset (SBAS) multitemporal DInSAR technique was used to calculate mean ground velocity maps and displacement time series from a large data set of European Remote Sensing Satellites (ERS 1–2) images spanning the time period 1992–2000. The reliability of the DInSAR results was tested calculating the EastSAR and UpSAR values over two permanent global positioning system (GPS) stations in the area, and comparing them with the EastGPS and UpGPS values. The residuals between GPS and DInSAR velocities were 1 and 0.6 mm/yr for the Up and East components, respectively. Four main subsiding areas, previously undetected, have been identified, corresponding with the towns of Augusta, Siracusa, Priolo, and Villasmundo. The observed deformation phenomena are located within coastal structural basins, filled with Pleistocene and Holocence deposits, except the Villasmundo land subsidence, which is located on the Hyblean plateau. The measured deformation rates reach values up to ?18 mm/yr in Augusta, –6 mm/yr in Siracusa, –5 mm/yr in Villasmundo and ?4.5 mm/yr in Priolo. The examination of velocity profiles, time series, and geological data allows us to relate all the detected deformation patterns primarily to groundwater over‐exploitation. A multi‐dimensional interpolation with kriging was performed to obtain a field subsidence map. A first‐order elastic deformation model was used to simulate the peculiar features of the Villasmundo subsidence. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
13.
为了准确预测分析宁波市地下水位动态与地面沉降的发展趋势,建立了宁波市第四纪松散沉积层孔隙地下水流三维数值模拟模型和地面沉降与地下水位多元线性回归模型,预测了2009年底到2020年底的逐月地下水位动态和逐年地面沉降量的变化特征.结果表明,从2013年起,除山区沟谷孔隙潜水地下水位降落漏斗逐渐扩大外,其余孔隙水的地下水流场基本趋于稳定,地下水位年际变化很小,年地面沉降量也逐渐变小,由2012年的5.62 mm/a逐渐下降到2020年的5.54 mm/a,由地下水位下降引起的地面沉降基本得到控制. 相似文献
14.
Lithological control of land subsidence induced by groundwater withdrawal in new urban AREAS (Granada Basin,SE Spain). Multiband DInSAR monitoring 
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下载免费PDF全文 Davide Notti Rosa María Mateos Oriol Monserrat Nùria Devanthéry Tomás Peinado Francisco Javier Roldán Francisca Fernández‐Chacón Jorge Pedro Galve Francisco Lamas Jose Miguel Azañón 《水文研究》2016,30(13):2317-2331
Ground subsidence in the southeastern border of the Granada Basin (SE Spain) has been studied using remote sensing techniques. Over the last decades, the region has experienced a huge urban expansion, which has caused a substantial increase in water supply requirements. Water needs are exclusively met by groundwater by means of numerous pumping wells, which exploit a confined detrital aquifer of alluvial fan deposits with a heterogeneous facies distribution. A general piezometric level decline (up to 50 m) has been recorded in the aquifer during the past 30 years that has induced the generation of a subsiding area with oval shape oriented WNW‐ESE just where the new urban areas and pumping wells are located. Subsidence has been monitored by exploiting synthetic aperture radar (SAR) images from ENVISAT (2003–2009) and Cosmo‐SkyMed (2011–2014). A new approach, which combines A‐DInSAR and small‐area persistent scatterer interferometry (PSI) analysis, has been applied obtaining a good accuracy regarding temporal and spatial dimension of the subsidence. ENVISAT data (2003–2009) reveal subsidence rates up to 10–15 mm/year, and Cosmo‐SkyMed (2011–2014) values slightly lower; up to 10 mm/year. Temporal variations in the subsidence velocity are in accordance with the rainfall pattern and piezometric fluctuations in the aquifer. The sector with highest rates of subsidence does not correspond to the area with more intense groundwater exploitation but to the area with greater presence of clays in the confining layer of the aquifer. There is a clear lithological control in the spatial distribution of the ground subsidence. This work integrates detailed geological and hydrogeological data with differential SAR interferometry monitoring with the aim to better understand subsidence processes in detrital aquifers with small‐scale heterogeneity. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
15.
采用2014年10月22日至2019年4月11日之间的26景Sentinel-1升轨数据，基于PS-InSAR技术对蓟运河断裂这一隐伏断裂进行形变监测试验。结果表明：(1)研究区受地面沉降干扰强烈地区在南部宁河一带，向北地面沉降逐步减弱，在蓟运河断裂北段以北一带基本无地面沉降现象。(2)研究区北部的视向线形变速率在蓟运河断裂北段一带在0 mm·a-1左右，向北随远离断裂形变速率增大，表明研究区北部受近东西向燕山隆起控制，有向南掀斜运动的趋势。(3)蓟运河断裂北段活动方式为黏滑，其两盘的视线向相对形变速率差约为1.83 mm·a-1,蓟运河断裂南段两盘形变速率差小于2.96 mm·a,与2005—2012年的水准测量结果相近，表明蓟运河断裂2005年以来活动速率较为稳定。(4)在受到地面沉降影响下，隐伏断裂的InSAR形变场包含更多的非构造信息，无法获取断裂的具体形变速率。但断裂活动会导致断裂两盘含水层厚度不同，地下水超采造成的地面沉降幅度也不同，相应的其InSAR形变场在断裂两盘出现突变，对隐伏断裂的位置判定有一定意义。 相似文献
16.
In the Vietnamese Mekong Delta (VMD), water levels at some stations have increased. However, the factors that cause this rise in the VMD have not been identified. We considered four factors that may have contributed to the water level rise: (1) increased runoff from upstream, (2) sea‐level rise, (3) land subsidence, and (4) decrease in flood mitigation function because of construction of high dykes. We analysed daily maximum and minimum water levels, and mean daily water levels from 24 monitoring stations from 1987 to 2006. Using daily and annual water level differences, we classified the delta into two groups: one is dominated by flows from upstream, while the other is tide dominated. We then tested the trends of annual maximum and minimum water levels using the Mann–Kendall test, and identified the slope of the trend using the method of Sen. The areas of dyke construction were estimated using the Enhanced Vegetation Index (EVI) and Land Surface Water Index (LSWI) from the Moderate Resolution Imaging Spectroradiometer (MODIS) data. Results show (1) river inflow has little impact on rising water levels in the VMD, (2) the influence of high dykes on water level rise could not be quantified in this study, and (3) both maximum and minimum water levels significantly increased in the tide‐dominated area. Trend of annual minimum water level can be considered as the sum sea‐level rise and land subsidence. Therefore, we attribute 6.05 mm year?1 (80%) to land subsidence and 1.42 mm year?1 (20%) to sea level rise, indicating that inundations have been severe in the VMD, caused primarily by land subsidence. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
17.
Antonio Pulido‐Bosch José Delgado Fernando Sola Ángela Vallejos Fernando Vicente Juan M. López‐Sánchez Jordi J. Mallorquí 《水文研究》2012,26(5):731-740
Ground subsidence of detrital deposits in the Almería basin (SE Spain) was studied using the remote sensing technique of Differential Interferometry SAR (DInSAR). This basin is one of the most arid in Europe, receiving an average rainfall of 250 mm per year. Over the last 60 years the region has experienced an enormous agricultural and urban expansion, whose water demand has been largely supplied from groundwater, leading to the current situation of overexploitation of water resources. This paper outlines the likely relationship between groundwater abstraction and subsidence. To this end, 34 ERS and Envisat images, taken between 2003 and 2009, were analysed to estimate ground surface deformations, and hence, compared with water table variations measured in a number of piezometers in the basin. The analysis shows a clear parallelism between the variations in piezometric level and deformation of the ground surface. In addition, the zones of greatest subsidence coincide with those areas where groundwater abstractions are concentrated. Subsidence over the examined period varies from 10 to 30 mm, with extreme values as high as 50 mm, which translates to a rate of between 1·7 and 5 mm/year, reaching maximum rates of 8 mm/year at some points. Given such subsidence rates, damage to urban infrastructures are, for the moment, incipient. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
18.
A first-order leveling survey across the northeast part of the Yellowstone caldera in September 1998 showed that the central
caldera floor near Le Hardy Rapids rose 24±5 mm relative to the caldera rim at Lake Butte since the previous survey in September
1995. Annual surveys along the same traverse from 1985 to 1995 tracked progressive subsidence near Le Hardy Rapids at an average
rate of –19±1 mm/year. Earlier, less frequent surveys measured net uplift in the same area during 1923–1976 (14±1 mm/year)
and 1976–1984 (22±1 mm/year). The resumption of uplift following a decade of subsidence was first detected by satellite synthetic
aperture radar interferometry, which revealed approximately 15 mm of uplift in the vicinity of Le Hardy Rapids from July 1995
to June 1997. Radar interferograms show that the center of subsidence shifted from the Sour Creek resurgent dome in the northeast
part of the caldera during August 1992 to June 1993 to the Mallard Lake resurgent dome in the southwest part during June 1993
to August 1995. Uplift began at the Sour Creek dome during August 1995 to September 1996 and spread to the Mallard Lake dome
by June 1997. The rapidity of these changes and the spatial pattern of surface deformation suggest that ground movements are
caused at least in part by accumulation and migration of fluids in two sill-like bodies at 5–10 km depth, near the interface
between Yellowstone's magmatic and deep hydrothermal systems.
Received: 30 November 1998 / Accepted: 16 April 1999 相似文献
19.
YuQun Xue JiChun Wu Yun Zhang ShuJun Ye XiaoQing Shi ZiXin Wei QinFen Li Jun Yu 《中国科学D辑(英文版)》2008,51(6):808-825
Investigation of the deformation characteristics of individual hydrostratigraphic units is the key to construct a regional land subsidence model. All of 12 hydrostratigraphic units in the study area were discussed throughout. On the basis of the measured data of groundwater level, five kinds of changing patterns of groundwater level were deduced and the relationship between the deformation characteris-tics of aquifer units and the corresponding changing patterns of groundwater level was discussed. The study area is 1.7×104 km2, where the geological condition is complex. The changing patterns of groundwater level the hydrostratigraphic units have experienced vary from site to site and from time to time. Consequently, the deformation characteristics of units are sophisticated. An identical hydros-tratigraphic unit may exhibit different deformation characteristics, such as elasticity, elasto-plasticity, visco-elasticity, and visco-elasto-plasticity, at different sites or during different periods, not to mention the different units. The existing models are difficult to describe the complex visco-elasto-plastic con-stitutive law under the condition of land subsidence. So the Merchant’s model was modified to depict the visco-elasto-plastic behavior of units. Then a three-dimensional flow model with variable parame-ters and a vertical one-dimensional subsidence model were constructed and coupled. The coupled model was applied in simulating land subsidence in the southern Yangtze Delta and a satisfactory re-sult was obtained. The simulation results show that the new coupled model can depict the complex geological conditions and describe the developing process of land subsidence very well in the south-ern Yangtze Delta. The new model can surely be used to predict land subsidence in the future, which is very helpful to taking measurements to control land subsidence. 相似文献